Technical Papers
May 14, 2018

Field Investigations on Injection Method for Sealing Longitudinal Reflective Cracks

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 4

Abstract

This paper presents a field investigation that was conducted to evaluate a crack injection method. The process was proposed for sealing longitudinal cracks (LCs) that had appeared on the surface of a newly constructed highway with composite pavement. The main issue of the procedure was to restore the structural integrity of the affected areas and close the cracks to prevent water ingress into the pavement. A secondary aim was to provide a simple process that would be the most economical for repairing this kind of distress. A number of tests, such as falling weight deflectometer (FWD) and coring samples, were performed after the repair work to provide quality assurance of the injection filling of cracks. Furthermore, the repaired zones were monitored for 3 years to verify the efficiency of the sealing, and results were compared with various other treatment methods executed under the same environmental conditions. Investigation results showed practical effects improving the pavement layer stiffness, and a general profitability of the process even under traffic, without necessitating the closing of the highway. The results clearly demonstrate the effectiveness of such treatment and its competitive cost for repairing the pavement by strengthening the existing structure using injection.

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References

ACPA (American Concrete Pavement Association). 2006. Concrete pavement field reference—Preservation and repair. Skokie, IL: American Concrete Pavement Association.
Adaska, W. S., and D. R. Luhr. 2004. “Control of reflective cracking in cement stabilized pavements.” In Proc., 5th Int. RILEM Conf. on Cracking in Pavements, 309–316. Limoges: RILEM Publications.
Amini, F. 2005. Potential applications of paving fabrics to reduce reflective cracking. Jackson, MS: Jackson State Univ.
ASTM. 2006. Standard test method for deflections with a falling-weight-type impulse load. D4694-96. West Conshohocken, PA: ASTM.
ASTM. 2010. Test method for flow of grout for preplaced-aggregate concrete (Flow cone method). C939. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard specification for packaged, dry, rapid-hardening cementitious materials for concrete repairs. C928/C928M-13. West Conshohocken, PA: ASTM.
Baek, J., and I. Al-Qadi. 2006. “Finite element method modeling of reflective cracking initiation and propagation: Investigation of the effect of steel reinforcement interlayer on retarding reflective cracking in hot-mix asphalt overlay.” Transp. Res. Rec. 1949: 32–42. https://doi.org/10.3141/1949-04.
Chen, D. H., D. W. Fowler, D. P. Whitney, and M. Won. 2011. “Results of repairs on Texas longitudinal joints and cracks.” In Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements, 208–214. Reston, VA: ASCE.
Chen, D. H., F. Hong, and F. J. Zhou. 2010. “Premature cracking from cement-treated base and treatment to mitigate its effect.” J. Perform. Constr. Facil. 25 (2): 113–120. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000140.
Cho, Y. H., K. W. Lee, and S. W. Ryu. 2006. “Development of cement-treated base material for reducing shrinkage cracks.” Transp. Res. Rec. 1952: 134–143. https://doi.org/10.3141/1952-15.
Davis, L. 2005. “Chip sealing over fabric in Borrego Springs.” In Geo-Frontiers Congres. Reston, VA: ASCE.
Elseifi, M., and R. Bandaru. 2011. Cost effective prevention of reflective cracking of composite pavement. Baton Rouge, LA: Louisiana Department of Transportation and Development.
Flintsch, G. W., B. K. Diefenderfer, and O. Nunez. 2008. Composite pavement systems: Synthesis of design and construction practices. VTRC 09-CR2. Blacksburg, VA: Virginia Tech Transportation Institute.
Han, J., A. Gautam, S. K. Pokharel, and R. L. Parsons. 2013. Tolerable strains for hot mix asphalt overlays over concrete pavements. Kansas Dept. of Transportation.
Hughes, J. J., and E. Somers. 2000. Geogrid mesh for reflective crack control in bituminous overlays. Harrisburg, PA: Pennsylvania Dept. of Transportation.
Johnson, A. M. 2000. Best practices handbook on asphalt pavement maintenance. Minneapolis, MN: Univ. of Minnesota.
Li, P., J. Liu, and S. Zhao. 2016. “Performance of multiaxial paving interlayer–reinforced asphalt pavement.” J. Mater. Civ. Eng. 28 (7): 04016039. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001543.
Liu, G., L. P. Cao, and X. S. Hou. 2011. “Grouting method and construction process for longitudinal crack of asphalt pavement.” J. Harbin Inst. Technol. 4: 016.
Loria, L., P. Sebaaly, and E. Hajj. 2008. “Long-term performance of reflective cracking mitigation techniques in Nevada.” Transp. Res. Rec. 2044: 86–95. https://doi.org/10.3141/2044-10.
Mezhoud, S., P. Clastres, H. Houari, and M. Belachia. 2017. “Forensic investigation of causes of premature longitudinal cracking in a newly constructed highway with a composite pavement system.” J. Perform. Constr. Facil. 31 (2): 04016095. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000956.
Miller, J. S., and W. Y. Bellinger. 2014. Distress identification manual for the long-term pavement performance program. McLean, VA: Federal Highway Administration, Office of Infrastructure Research and Development.
Moses, T. L., J. L. Hulsey, and B. Connor. 2009. Airport managers’ guide for the maintenance of asphalt pavements of general aviation airports. Fairbanks, AK: Alaska Univ. Transportation Center.
Myers, L. A., R. Roque, and B. Birgisson. 2001. “Propagation mechanisms for surface-initiated longitudinal wheelpath cracks.” Transp. Res. Rec. 1778: 113–122. https://doi.org/10.3141/1778-14.
Nunn, M. E. 2004. Development of a more versatile approach to flexible and flexible composite pavement design. Berkshire, UK: Highways Agency.
Orr, D. P. 2006. “Pavement maintenance.” In Vol. 416 of Cornell Local Roads Program, 1–27. Ithaca, NY: New York LTAP Center.
Steen, E. R. 2004. “Stress relieving function of paving fabrics when used in new road construction.” In Proc., 5th Int. RILEM Conf., 105–112. France: RILEM Publications S.A.R.L.
Su Jung, Y., D. G. Zollinger, M. Won, and A. J. Wimsatt. 2009. Subbase and subgrade performance investigation for concrete pavement. College Station, TX: Texas Transportation Institute, Texas A&M Univ.
USACE. 1980. Standard test method for flow of grout for preplaced-aggregate concrete (flow cone method). CRD-C 611–80. Washington, DC: USACE.
Von Quintus, H. L., and B. Killingsworth. 1997. Backcalculation of layer moduli of SHRP–LTPP general pavement study (GPS). Washington, DC: Federal Highway Administration.
Webster, R. P., and L. E. Kukacka. 1988. In situ repair of deteriorated concrete in hydraulic structures: Laboratory study. Upton, NY: Brookhaven National Laboratory.
Yang, M., and M. Abdelrahman. 2013. “Survey and literature review of fast-track PCC pavement repair processes and materials.” Evaluation 318 (1): 02.
Zhang, P., and Q. Li. 2010. “Experimental study on shrinkage properties of cement-stabilized macadam reinforced with polypropylene fiber.” J. Reinf. Plast. Compos. 29 (12): 1851–1860. https://doi.org/10.1177/0731684409337336.

Information & Authors

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 4August 2018

History

Received: Mar 23, 2017
Accepted: Jan 30, 2018
Published online: May 14, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 14, 2018

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Authors

Affiliations

Samy Mezhoud, Ph.D. [email protected]
Senior Lecturer, Dept. of Geographical Sciences and Land Survey, Univ. of Mentouri Constantine, B.P. 325 Route de Ain El Bey, Constantine 25000, Algeria (corresponding author). Email: [email protected]
Pierre Clastres [email protected]
Professor, Laboratoire Matériaux et Durabilité des Constructions (LMDC), Université de Toulouse, Université Paul Sabatier (UPS)–Toulouse 3; Institut National des Sciences Appliquées (INSA) Toulouse, Département Génie Civil, 135 Ave. de Rangueil, 31077 Toulouse Cedex 4, France. Email: [email protected]
Hacéne Houari [email protected]
Professor, Dept. of Civil Engineering, Univ. of Mentouri Constantine, B.P. 325 Route de Ain El Bey, Constantine 25000, Algeria. Email: [email protected]
Mouloud Belachia [email protected]
Professor, Dept. of Civil Engineering, August 20, 1955 Skikda State Univ., B.P. 26 Route d’El-Hadaiek, Skikda 21000, Algeria. Email: [email protected]

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